def initialiseNutBolts(self):
b = self.bolt
n = self.nut
for i in range(self.row * self.col):
bolt_len_required = float(b.T + self.sgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts.append(Bolt(b.R,b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T,n.H, n.r1))
for i in range(self.brow * self.bcol):
bolt_len_required = float(b.T + self.sbgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bbolts.append(Bolt(b.R,b.T, b.H, b.r))
self.bnuts.append(Nut(n.R, n.T,n.H, n.r1))
for i in range(self.topcliprow * self.topclipcol):
bolt_len_required= float(b.T + self.tgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.topclipbolts.append(Bolt(b.R,b.T, b.H, b.r))
self.topclipnuts.append(Nut(n.R, n.T,n.H, n.r1))
for i in range(self.topclipbrow * self.topclipbcol):
bolt_len_required = float(b.T + self.tbgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.topclipbbolts.append(Bolt(b.R,b.T, b.H, b.r))
self.topclipbnuts.append(Nut(n.R, n.T,n.H, n.r1))
def initialise_nut_bolts(self):
b = self.bolt
n = self.nut
for i in range(self.row * self.col):
bolt_len_required = float(b.T + self.gap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
for i in range(self.row * self.col):
bolt_len_required = float(b.T + self.gap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts1.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts1.append(Nut(n.R, n.T, n.H, n.r1))
def initialiseNutBolts_BF(self):
'''
:return: This initializes required number of bolts and nuts for below flange.
'''
b_BF = self.bolt
n_BF = self.nut
for j in range(self.numOfboltsF):
bolt_length_required = float(b_BF.T + self.nutSpaceF)
b_BF.H = 1.5 * bolt_length_required
self.bolts_BF.append(Bolt(b_BF.R, b_BF.T, b_BF.H, b_BF.r))
self.nuts_BF.append(Nut(n_BF.R, n_BF.T, n_BF.H, n_BF.r1))
def initialiseNutBolts(self):
'''
Initialise the Nut and Bolt
'''
b = self.bolt
n = self.nut
for i in range(self.numOfBolts):
bolt_length_required = float(b.T + self.gap) #
b.H = bolt_length_required + (bolt_length_required - 5) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
def initialiseNutBolts_Web(self):
'''
:return: This initializes required number of bolts and nuts for web bolting.
'''
b_W = self.bolt
n_W = self.nut
for k in range(self.numOfboltsW):
bolt_length_required = float(b_W.T + self.nutSpaceW)
b_W.H = 1.5 * bolt_length_required
self.bolts_W.append(Bolt(b_W.R, b_W.T, b_W.H, b_W.r))
self.nuts_W.append(Nut(n_W.R, n_W.T, n_W.H, n_W.r1))
def initialiseNutBolts(self):
'''
Initializing the Nut and Bolt
'''
b = self.bolt
n = self.nut
for i in range(self.row * self.col):
bolt_len_required = float(b.T + self.gap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
def create3DColFlangeBeamWeb(self):
'''
Creating 3d cad model with column flange beam web connection
'''
##### BEAM PARAMETERS #####
beam_D = int(self.dictbeamdata["D"])
beam_B = int(self.dictbeamdata["B"])
beam_tw = float(self.dictbeamdata["tw"])
beam_T = float(self.dictbeamdata["T"])
beam_alpha = float(self.dictbeamdata["FlangeSlope"])
beam_R1 = float(self.dictbeamdata["R1"])
beam_R2 = float(self.dictbeamdata["R2"])
beam_length = 500.0 # This parameter as per view of 3D cad model
# beam = ISectionold(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
beam = ISection(B=beam_B,
T=beam_T,
D=beam_D,
t=beam_tw,
R1=beam_R1,
R2=beam_R2,
alpha=beam_alpha,
length=beam_length,
notchObj=None)
##### COLUMN PARAMETERS ######
column_D = int(self.dictcoldata["D"])
column_B = int(self.dictcoldata["B"])
column_tw = float(self.dictcoldata["tw"])
column_T = float(self.dictcoldata["T"])
column_alpha = float(self.dictcoldata["FlangeSlope"])
column_R1 = float(self.dictcoldata["R1"])
column_R2 = float(self.dictcoldata["R2"])
column = ISection(B=column_B,
T=column_T,
D=column_D,
t=column_tw,
R1=column_R1,
R2=column_R2,
alpha=column_alpha,
length=1000,
notchObj=None)
#### WELD,PLATE,BOLT AND NUT PARAMETERS #####
if self.connection == "cleatAngle":
cleat_length = self.resultObj['cleat']['height']
cleat_thick = float(self.dictangledata["t"])
seat_legsizes = str(self.dictangledata["AXB"])
angle_A = int(seat_legsizes.split('x')[0])
angle_B = int(seat_legsizes.split('x')[1])
angle_r1 = float(str(self.dictangledata["R1"]))
angle_r2 = float(str(self.dictangledata["R2"]))
elif self.connection == 'SeatedAngle':
seat_length = self.resultObj['SeatAngle']['Length (mm)']
seat_thick = float(self.dictangledata["t"])
seat_legsizes = str(self.dictangledata["AXB"])
seatangle_A = int(seat_legsizes.split('x')[0])
seatangle_B = int(seat_legsizes.split('x')[1])
seatangle_r1 = float(str(self.dictangledata["R1"]))
seatangle_r2 = float(str(self.dictangledata["R2"]))
topangle_length = self.resultObj['SeatAngle']['Length (mm)']
topangle_thick = float(self.dicttopangledata["t"])
top_legsizes = str(self.dicttopangledata["AXB"])
topangle_A = int(top_legsizes.split('x')[0])
topangle_B = int(top_legsizes.split('x')[1])
topangle_r1 = float(str(self.dicttopangledata["R1"]))
topangle_r2 = float(str(self.dicttopangledata["R2"]))
else:
fillet_length = self.resultObj['Plate']['height']
fillet_thickness = str(self.uiObj['Weld']['Size (mm)'])
# ---------------- fillet_thickness = self.resultObj['Weld']['thickness']
plate_width = self.resultObj['Plate']['width']
plate_thick = str(self.uiObj['Plate']['Thickness (mm)'])
bolt_dia = str(self.uiObj["Bolt"]["Diameter (mm)"])
bolt_r = (float(bolt_dia) / 2)
bolt_R = self.bolt_R
# bolt_R = bolt_r + 7
nut_R = bolt_R
bolt_T = self.bolt_T
bolt_Ht = self.bolt_Ht
nut_T = self.nut_T
nut_Ht = 12.2 #
gap = float(str(self.uiObj['detailing']['gap']))
if self.connection == "cleatAngle":
angle = Angle(L=cleat_length,
A=angle_A,
B=angle_B,
T=cleat_thick,
R1=angle_r1,
R2=angle_r2)
#bolt_len_required = float(bolt_T + 2 * (cleat_thick) + beam_tw + nut_T)
elif self.connection == 'SeatedAngle':
seatangle = Angle(L=seat_length,
A=seatangle_A,
B=seatangle_B,
T=seat_thick,
R1=seatangle_r1,
R2=seatangle_r2)
#bolt_len_required = float(bolt_T + (seat_thick) + beam_tw + nut_T)
topclipangle = Angle(L=topangle_length,
A=topangle_A,
B=topangle_B,
T=topangle_thick,
R1=topangle_r1,
R2=topangle_r2)
else:
# plate = Plate(L= 300,W =100, T = 10)
plate = Plate(L=fillet_length, W=plate_width, T=int(plate_thick))
# Fweld1 = FilletWeld(L= 300,b = 6, h = 6)
Fweld1 = FilletWeld(L=fillet_length,
b=int(fillet_thickness),
h=int(fillet_thickness))
# bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 )
bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r)
# nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3)
nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r)
if self.connection == "Finplate":
nut_space = beam_tw + int(plate_thick) + nut_T
nutBoltArray = finNutBoltArray(self.resultObj, nut, bolt,
nut_space) # finColFlangeBeamWeb
colflangeconn = finColFlangeBeamWeb(column, beam, Fweld1, plate,
nutBoltArray, gap)
elif self.connection == "Endplate":
nut_space = column_T + int(plate_thick) + nut_T
nutBoltArray = endNutBoltArray(self.resultObj, nut, bolt,
nut_space)
colflangeconn = endColFlangeBeamWeb(column, beam, Fweld1, plate,
nutBoltArray)
elif self.connection == "cleatAngle":
nut_space = beam_tw + 2 * cleat_thick + nut_T
cnut_space = column_T + cleat_thick + nut_T
nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt,
nut_space, cnut_space)
colflangeconn = cleatColFlangeBeamWeb(column, beam, angle,
nut_bolt_array, gap)
else:
snut_space = column_T + seat_thick + nut_T
sbnut_space = beam_T + seat_thick + nut_T
tnut_space = beam_T + topangle_thick + nut_T
tbnut_space = column_T + topangle_thick + nut_T
nutBoltArray = seatNutBoltArray(self.resultObj, nut, bolt,
snut_space, sbnut_space,
tnut_space, tbnut_space)
colflangeconn = seatColFlangeBeamWeb(column, beam, seatangle,
topclipangle, nutBoltArray,
gap)
colflangeconn.create_3dmodel()
return colflangeconn
def create3DBeamWebBeamWeb(self):
'''self,uiObj,resultObj,dictbeamdata,dictcoldata):
creating 3d cad model with beam web beam web
'''
##### PRIMARY BEAM PARAMETERS #####
pBeam_D = int(self.dictcoldata["D"])
pBeam_B = int(self.dictcoldata["B"])
pBeam_tw = float(self.dictcoldata["tw"])
pBeam_T = float(self.dictcoldata["T"])
pBeam_alpha = float(self.dictcoldata["FlangeSlope"])
pBeam_R1 = float(self.dictcoldata["R1"])
pBeam_R2 = float(self.dictcoldata["R2"])
pBeam_length = 800.0 # This parameter as per view of 3D cad model
# beam = ISectionold(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
column = ISection(B=pBeam_B,
T=pBeam_T,
D=pBeam_D,
t=pBeam_tw,
R1=pBeam_R1,
R2=pBeam_R2,
alpha=pBeam_alpha,
length=pBeam_length,
notchObj=None)
##### SECONDARY BEAM PARAMETERS ######
sBeam_D = int(self.dictbeamdata["D"])
sBeam_B = int(self.dictbeamdata["B"])
sBeam_tw = float(self.dictbeamdata["tw"])
sBeam_T = float(self.dictbeamdata["T"])
sBeam_alpha = float(self.dictbeamdata["FlangeSlope"])
sBeam_R1 = float(self.dictbeamdata["R1"])
sBeam_R2 = float(self.dictbeamdata["R2"])
#cleardist = float(self.uiObj['detailing']['gap'])
if self.connection == "cleatAngle":
cleat_length = self.resultObj['cleat']['height']
cleat_thick = float(self.dictangledata["t"])
cleat_legsizes = str(self.dictangledata["AXB"])
angle_A = int(cleat_legsizes.split('x')[0])
angle_B = int(cleat_legsizes.split('x')[1])
angle_r1 = float(str(self.dictangledata["R1"]))
angle_r2 = float(str(self.dictangledata["R2"]))
else:
plate_thick = float(self.uiObj['Plate']['Thickness (mm)'])
fillet_length = float(self.resultObj['Plate']['height'])
fillet_thickness = float(self.uiObj["Weld"]['Size (mm)'])
plate_width = float(self.resultObj['Plate']['width'])
bolt_dia = int(self.uiObj["Bolt"]["Diameter (mm)"])
bolt_r = bolt_dia / 2
bolt_R = self.bolt_R
nut_R = bolt_R
bolt_T = self.bolt_T
bolt_Ht = self.bolt_Ht
nut_T = self.nut_T
nut_Ht = 12.2 # 150
gap = self.uiObj['detailing']['gap']
notch_height = self.get_notch_ht(pBeam_T, sBeam_T, pBeam_R1, sBeam_R1)
notch_R1 = max([pBeam_R1, sBeam_R1, 10])
if self.connection == "cleatAngle":
angle = Angle(L=cleat_length,
A=angle_A,
B=angle_B,
T=cleat_thick,
R1=angle_r1,
R2=angle_r2)
else:
plate = Plate(L=fillet_length, W=plate_width, T=plate_thick)
Fweld1 = FilletWeld(L=fillet_length,
b=fillet_thickness,
h=fillet_thickness)
# --Notch dimensions
if self.connection == "Finplate":
notchObj = Notch(
R1=notch_R1,
height=notch_height,
#width= (pBeam_B/2.0 - (pBeam_tw/2.0 ))+ gap,
width=(pBeam_B / 2.0 - (pBeam_tw / 2.0 + gap)) + gap,
length=sBeam_B)
elif self.connection == "Endplate":
notchObj = Notch(R1=notch_R1,
height=notch_height,
width=(pBeam_B / 2.0 -
(pBeam_tw / 2.0 + plate_thick)) +
plate_thick,
length=sBeam_B)
elif self.connection == "cleatAngle":
#((pBeam_B - (pBeam_tw + 40)) / 2.0 + 10)
notchObj = Notch(R1=notch_R1,
height=notch_height,
width=(pBeam_B / 2.0 - (pBeam_tw / 2.0 + gap)) +
gap,
length=sBeam_B)
# column = ISectionold(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000)
beam = ISection(B=sBeam_B,
T=sBeam_T,
D=sBeam_D,
t=sBeam_tw,
R1=sBeam_R1,
R2=sBeam_R2,
alpha=sBeam_alpha,
length=500,
notchObj=notchObj)
# bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 )
bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r)
# nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3)
nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r)
if self.connection == "Finplate": # finBeamWebBeamWeb/endBeamWebBeamWeb
nut_space = sBeam_tw + plate_thick + nut_T
nutBoltArray = finNutBoltArray(self.resultObj, nut, bolt,
nut_space)
beamwebconn = finBeamWebBeamWeb(column, beam, notchObj, plate,
Fweld1, nutBoltArray, gap)
# column, beam, notch, plate, Fweld, nut_bolt_array
elif self.connection == "Endplate":
nut_space = sBeam_tw + plate_thick + nut_T
nutBoltArray = endNutBoltArray(self.resultObj, nut, bolt,
nut_space)
beamwebconn = endBeamWebBeamWeb(column, beam, notchObj, Fweld1,
plate, nutBoltArray)
elif self.connection == "cleatAngle":
nut_space = sBeam_tw + 2 * cleat_thick + nut_T
cnut_space = pBeam_tw + cleat_thick + nut_T
nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt,
nut_space, cnut_space)
beamwebconn = cleatBeamWebBeamWeb(column, beam, notchObj, angle,
nut_bolt_array, gap)
beamwebconn.create_3dmodel()
return beamwebconn